Numerical modelling of the behaviour of natural soft clay
β Scribed by J.P. Magnan
- Publisher
- Elsevier Science
- Year
- 1988
- Tongue
- English
- Weight
- 38 KB
- Volume
- 5
- Category
- Article
- ISSN
- 0266-352X
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π SIMILAR VOLUMES
The paper investigates the effect of constitutive models on the predicted response of a simplified benchmark problem, an embankment on soft soil. The soft soil is assumed to have the properties of POKO clay from Finland and five different constitutive models are used to model the deposit. Two of the
The paper aims to investigate modelling the strain-rate-dependency of natural soft clays combined with anisotropy and destructuration using an elasto-viscoplastic model. The model is based on Perzyna's overstress theory and the elastoplastic model S-CLAY1S. Tests at constant strain-rate and creep te